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锦屏一级水电站特高拱坝温控防裂技术与实践 被引量:11
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作者 王继敏 段绍辉 +1 位作者 胡书红 刘毅 《水利水电技术》 CSCD 北大核心 2013年第12期41-46,共6页
锦屏一级水电站拱坝是世界在建最高拱坝,混凝土温控防裂是其建设中的关键技术难题。根据工程自身特点,在现有的温控防裂技术理论和工程经验的基础上,结合全过程的温控仿真及反馈分析,不断加深对混凝土温控防裂规律的认识,逐步细化本工... 锦屏一级水电站拱坝是世界在建最高拱坝,混凝土温控防裂是其建设中的关键技术难题。根据工程自身特点,在现有的温控防裂技术理论和工程经验的基础上,结合全过程的温控仿真及反馈分析,不断加深对混凝土温控防裂规律的认识,逐步细化本工程的温控技术标准,总结制订了一套完整的温控工作评价体系,在此基础上开展4.5 m仓层厚浇筑温控关键技术研究,建立了温度自动化控制系统,有效地控制了不利应力的产生并防止了温度裂缝的出现,解决了超300 m级特高拱坝混凝土施工的温控防裂技术难题。 展开更多
关键词 特高拱坝 温控防裂 4 5m仓层厚 温控工作评价 温度自动化控制 锦屏一级水电站
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拉西瓦拱坝混凝土温度实测资料整编分析方法研究与应用 被引量:3
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作者 张群 高焕焕 朱展博 《西北水电》 2009年第5期49-52,82,共5页
介绍了拉西瓦水电站拱坝混凝土温度实测资料的整编分析方法及监测设计的原则,并根据以上理论及方法对实测资料进行整编分析,对施工期坝体混凝土的温控效果及措施进行评价,并对部分热力学参数进行反馈计算分析。对水工混凝土温度实测资... 介绍了拉西瓦水电站拱坝混凝土温度实测资料的整编分析方法及监测设计的原则,并根据以上理论及方法对实测资料进行整编分析,对施工期坝体混凝土的温控效果及措施进行评价,并对部分热力学参数进行反馈计算分析。对水工混凝土温度实测资料的整编分析具有普遍性意义。 展开更多
关键词 拉西瓦拱坝 温度实测资料 温控评价 反馈计算
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Pre-evaluation on stability of proposed expressway embankment with existing geothermal regulation measures in permafrost regions 被引量:2
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作者 LUO Xiao-xiao MA Qin-guo JIANG Hai-qiang 《Journal of Central South University》 SCIE EI CAS CSCD 2021年第1期264-283,共20页
Embankment stability is the primary problem for the expressway construction in permafrost regions.The proposed Qinghai-Tibet Expressway(QTE)is planned to construct along the Qinghai-Tibet Project Corridor.Confronted w... Embankment stability is the primary problem for the expressway construction in permafrost regions.The proposed Qinghai-Tibet Expressway(QTE)is planned to construct along the Qinghai-Tibet Project Corridor.Confronted with harsh environmental condition and intense heat exchange between earth and atmosphere,it is necessary to predict and evaluate the stability of the proposed QTE.In this study,the factors affecting the embankment stability are analyzed firstly.And then,a scheme for the stability evaluation of the embankment is established.Finally,the evaluation scheme is used for the pre-evaluation of the stability for the proposed QTE with different geothermal regulation measures(GRMs).The results indicate that the influencing factors include climatic environment,permafrost property,engineering condition and geological condition,and among them,engineering condition and permafrost property are the main influence factors for embankment stability.The stability of the proposed QTE varies greatly in the different geomorphological regions.The application effect and contribution to embankment stability of the existing GRMs are different,and using GRMs cannot completely overcome the influence of various factors on expressway stability.In the construction process,different GRMs should be adopted depending on the geomorphological environment where the embankment is located to ensure the embankment stability. 展开更多
关键词 PERMAFROST expressway embankment influencing factor stability evaluation geothermal regulation measures
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Evaluation of cracking potential for concrete arch dam based on simulation feedback analysis 被引量:10
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作者 FU ShaoJun HE Ting +3 位作者 WANG GuoJin ZHANG ShiHu ZOU LiChun CHEN ShengHong 《Science China(Technological Sciences)》 SCIE EI CAS 2011年第3期565-572,共8页
It is still very difficult for researchers and engineers to implement the simulation analysis including a complete process and a full model with the complicated arch dam and the foundation, and to evaluate the crackin... It is still very difficult for researchers and engineers to implement the simulation analysis including a complete process and a full model with the complicated arch dam and the foundation, and to evaluate the cracking potential in the construction and service periods. To take Xiaowan project of China for an example, a practical system of simulation feedback analysis, a specific cracking criterion, and a resolution for the conflicting requirements of temperature and stress/strain simulation are presented, which are put into a successful practice. The simulation results of temperature, stress, and cracking are identical well with the monitor data. A modified temperature control measure is propounded, and the significant effect is gained by adopting the new scheme. 展开更多
关键词 arch dam cracking potential construction process finite element method simulation feedback analysis
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